3D Steel Bridge 3D Stahlbrücke Pont métallique 3D 3d bridge sofiplus,rhino,teddy,revit,ifcimport 0,3 SOFiSTiK 2021-06-09T15:46:56 [-] SSD 2022 SOFiSTiK SSD 2022.0-0.5549 2021-06-09T15:46:56 kiral 2023-04-20T13:23:23 kiral SSD 2022.8-0.1115 2023-04-20T13:24:04 kiral SSD 2022.8-0.1115 2023-04-21T14:16:33 kiral SSD 2022.8-0.1115 2023-04-21T21:19:51 kiral SSD 2022.8-0.1115 2023-04-22T20:46:12 kiral SSD 2022.8-0.1115 2023-04-22T21:08:27 kiral SSD 2022.8-0.1115 2023-04-23T16:07:50 kiral SSD 2022.8-0.1115 2023-04-23T20:24:50 kiral SSD 2022.8-0.1115 2023-04-24T13:54:51 kiral SSD 2022.8-0.1115 2023-04-24T21:58:04 kiral SSD 2022.8-0.1115 2023-04-25T10:27:18 kiral SSD 2022.8-0.1115 2023-04-25T11:36:07 kiral SSD 2022.8-0.1115 2023-04-25T12:55:54 kiral SSD 2022.8-0.1115 2023-04-25T22:51:51 kiral SSD 2022.8-0.1115 2023-04-26T16:23:58 kiral SSD 2022.8-0.1115 2023-04-26T16:41:39 kiral SSD 2022.8-0.1115 2023-04-26T17:30:59 kiral SSD 2022.8-0.1115 2023-04-26T20:55:49 kiral SSD 2022.8-0.1115 2023-04-26T21:37:08 kiral SSD 2022.8-0.1115 2023-04-26T23:17:48 kiral SSD 2022.8-0.1115 2023-04-27T10:57:12 kiral SSD 2022.8-0.1115 2023-04-27T17:27:46 kiral SSD 2022.8-0.1115 2023-04-27T22:38:07 kiral SSD 2022.8-0.1115 2023-04-28T21:47:25 kiral SSD 2022.8-0.1115 2023-04-29T16:56:42 kiral SSD 2022.8-0.1115 2023-04-30T00:56:55 kiral SSD 2022.8-0.1115 2023-04-30T12:24:11 kiral SSD 2022.8-0.1115 2023-04-30T15:23:48 kiral SSD 2022.8-0.1115 2023-04-30T19:17:16 kiral SSD 2022.8-0.1115 2023-04-30T19:44:03 kiral SSD 2022.8-0.1115 2023-04-30T20:21:19 kiral SSD 2022.8-0.1115 2023-04-30T20:32:08 1|12|0|0|0|0|0|0|0|0| 1|6|5|0|0|0|0|0|0|0| 1|7|1|0|0|0|0|0|0|0| 1|8|1|0|0|0|0|0|0|0| 1|10|1|0|0|0|0|0|0|0| 68|5|0|0|1029|1|1|5|16|0|0|0|0|0|0|0|2022|256| 0|1|301510|0|0|5177427|6881350|4980816|5439573|0|0|0|0|0|0|0|0|0|0|0|0|0|2022| 0|2|220870|0|0|5177427|4784198|5439565|4390984|2949152|4653088|5177413|4522061|5374036|2097241|2097195|5505107|5570642|5505091|0|0|0|2022| 0|3|190070|0|0|5308481|4259925|2097184|2949152|4653088|5111877|5374021|4980801|5439520|4390981|4784212|5111887|83|0|0|0|0|2022| 1|3|7209033|6619252|7340146|7077999|7602273|7274601|2097262|6684783|4390944|7274610|7536755|5439520|6488165|6881396|7209071|115|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 0|4|172070|0|0|5177427|4784198|5177420|4456513|2949152|4980768|4259919|2097220|4522055|4522062|4259922|5177428|82|0|0|0|0|2022| 1|4|6619207|6619246|6357106|6881396|7209071|7274528|2097254|7274574|6619236|6357024|6553710|4522016|6619244|6619245|7602286|4980768|6357103|7536740|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 0|5|190070|0|0|5308481|4259925|2097184|2949152|4653088|5111877|5374021|4980801|5439520|4390981|4784212|5111887|83|0|0|0|0|2022| 1|5|6357069|6619252|6881394|7077985|115|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 0|6|190070|0|0|5308481|4259925|2097184|2949152|4653088|5111877|5374021|4980801|5439520|4390981|4784212|5111887|83|0|0|0|0|2022| 1|6|6619219|7602275|7274601|7536750|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 0|7|120270|0|0|4522068|5242957|4259916|4522068|2752544|4653088|5111877|5374021|4980801|5373984|5046341|5374017|5439563|0|0|0|0|2022| 1|7|6488129|6881396|7209071|115|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 0|8|172070|0|0|5177427|4784198|5177420|4456513|2949152|4980768|4259919|2097220|4522055|4522062|4259922|5177428|82|0|0|0|0|2022| 1|8|6619204|6881382|6881390|6881396|7209071|7274528|2097254|6488161|6881396|7209071|2097267|7209057|2097252|7274604|6553697|115|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 0|9|201070|0|0|5439553|2097221|2097184|2097197|4456513|4259926|4390990|4456517|5439520|4980815|5505109|5177417|2097230|5111877|4784199|4522062|0|2022| 1|9|7274566|7143538|6881382|6553710|7209065|2097255|6881382|6357102|2097260|7929971|7602291|7143525|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 0|10|201070|0|0|5439553|2097221|2097184|2097197|4456513|4259926|4390990|4456517|5439520|4980815|5505109|5177417|2097230|5111877|4784199|4522062|0|2022| 1|10|6881367|6815860|7602208|6881384|2097267|7471206|7995503|7209061|7536672|6881396|6684774|6619246|7536755|2949152|6488096|7077985|7667811|6357100|6619252|6357024|7077996|7536672|6357091|6357100|7077986|2097253|7274604|6553697|6357091|6619251|115|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 0|11|201070|0|0|5439555|2097229|2097197|5177411|5439566|5374036|4390997|4784212|5111887|5439520|4259924|4522055|5046304|5111873|4653121|5374021|0|2022| 1|11|5439555|2949197|7405637|6357109|6881396|7209071|7471136|7209077|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 0|12|201070|0|0|5439553|2097221|2097184|2097197|4456513|4259926|4390990|4456517|5439520|4980815|5505109|5177417|2097230|5111877|4784199|4522062|0|2022| 1|12|7274566|7143538|6881382|6553710|7209065|2097255|6881382|7536754|2097268|7602281|7471205|7602273|7274601|2097262|4063277|4980768|2097219|3276857|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 0|13|201070|0|0|5439555|2097229|2097197|5177411|5439566|5374036|4390997|4784212|5111887|5439520|4259924|4522055|5046304|5111873|4653121|5374021|0|2022| 1|13|3014706|4390944|5046355|4522029|7667825|7602273|7274601|2097262|7602281|7471205|7602273|7274601|110|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 0|14|201070|0|0|5439553|2097221|2097184|2097197|4456513|4259926|4390990|4456517|5439520|4980815|5505109|5177417|2097230|5111877|4784199|4522062|0|2022| 1|14|7274566|7143538|6881382|6553710|7209065|2097255|6881382|6357102|2097260|7929971|7602291|7143525|6881312|6488174|7667820|6881395|6619254|6750240|3276895|2949152|6684704|7209065|7077985|6881312|6619252|6357106|6881396|7209071|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 0|15|201070|0|0|5439553|2097221|2097184|2097197|4456513|4259926|4390990|4456517|5439520|4980815|5505109|5177417|2097230|5111877|4784199|4522062|0|2022| 1|15|6815811|6488165|2097259|6684777|6619168|6619254|7929970|6815860|7209065|2097255|7536745|6881312|2097262|7405669|6881397|6881388|7471202|7667817|2097261|7209065|6684704|7209065|7077985|7536672|6357096|6619248|6750240|3211359|2818080|6750240|3276895|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 0|16|120270|0|0|4522068|5242957|4259916|4522068|2752544|4653088|5111877|5374021|4980801|5373984|5046341|5374017|5439563|0|0|0|0|2022| 1|16|7471184|7209065|2097268|6684783|7077920|7536737|2097268|6357091|6488172|7078005|7602273|6553701|2097253|6357094|7602275|7471215|115|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598378817|1380275273|538976288|538976288|0|1148944384|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598378817|1380275273|538976288|538976288|1|1148862464|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598378817|1380275273|538976288|538976288|2|1065353216|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1380013646|1279410505|538989381|538976288|0|1099431936|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|1|-1027647740|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|2|1115350453|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|3|1099507667|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|4|1085268863|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|5|1102578527|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|6|1098938779|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|7|-1048564550|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|8|-1053027235|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|9|-1042541284|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|10|-1050582503|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|11|-1051141819|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|12|-1053044619|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|13|-1039041450|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|14|-1052469303|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|15|-1024021776|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|16|1099853730|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|17|1109500646|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976332|538976288|1|1128857600|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976332|538976288|2|1128923136|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976332|538976288|3|1128988672|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976332|538976288|4|1129054208|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976332|538976288|5|1129119744|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976332|538976288|6|1129185280|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976332|538976288|7|1129250816|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976332|538976288|8|1129316352|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976332|538976288|9|1129381888|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976332|538976288|10|1129447424|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976332|538976288|11|1129512960|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976332|538976288|12|1129578496|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976332|538976288|13|1129644032|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976332|538976288|14|1129709568|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976332|538976288|15|1129775104|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976332|538976288|16|1129840640|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976332|538976288|17|1128792064|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|18|1074173828|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|19|1088257270|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|20|1083973552|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|21|1083343407|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|22|1068459295|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|23|1089432469|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|24|1094651289|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|25|1094346710|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|26|1095209414|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 1598903107|1599426885|538976326|538976288|27|1096839226|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 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90|1414087749|301510| 90|1414087749|301510| 90|1414087749|301510| 90|1414087749|301510| 90|1414087749|301510| 90|1414087749|301510| 90|1414087749|301510| 90|9|3| 90|5|65| 19|0|1|7274568|7536755|7602298|7471201|7274612|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0|0| 90|1|5| 90|4|1| 90|7|-1| 90|11|2| 90|211|1| 90|216|11| 90|219|16| 90|226|1| 90|104|1|-1082130432| 103|5|7|808465200|0|0|623472188|1073741824|1022739087|0|0|-1002525296|-1465561675|1102196362|0|1065353216|1060320051|0|-1403135938|-943501440|-943501440|0|0|0| 103|5|7|808466224|623472188|1073741824|1056964607|1073741824|1025758986|0|0|1149123776|1108738049|1088040586|0|0|0|0|0|-943501440|-943501440|0|0|0| 103|5|7|808466736|623472188|1073741824|-1090519041|1073741824|1025758986|0|0|1149123776|-1038745599|1088040586|0|630669233|0|0|0|-943501440|-943501440|0|0|0| 100|5|1|808464951|0|0|0|-1852648632|-1937971623|462974048|0|-1403135938|-1489039615|912674193|0|0|0|615083580|-1277771883|0|0|0|0|0|0|0| 100|5|1|808465207|1056964607|1073741824|0|0|-1449132032|-1472724992|0|0|-2147483648|-2147483648|0|0|0|1070141403|-1277771883|0|0|0|0|0|0|0| 100|5|1|808465719|-1090519041|1073741824|0|-2147483648|698351616|663748608|-2147483648|0|-2147483648|-2147483648|0|0|0|-1077342245|-1277771883|0|0|0|0|0|0|0| 100|5|1|808466231|-1266679808|1073741830|0|-1585220404|-1915040011|650152165|0|-1136222346|-1465561675|1100051548|0|0|0|615083580|-1277771883|0|0|0|0|0|0|0| -1|7|0| 4|2|0|927552412|-1127428915|1020054733|-1127428915|1020054733| 19|0|1|3145781|4391007|6422625|6619244|3211296|5767223|2097207|2097197|4522054|2097184|2097184|2097184|2097184|2097184|2097184|32|565| 90|83|8|1065353216| 90|4|3| 11|3|29956|1028443341|1296124232|825372973|538985798|1065353216|1123155968|1050186613|1053098052|1049593370|1065353216|1149347430|1155507567|1032816155| 90|104|0|1149347430| 90|102|0|1155507567| 90|103|0|1032816155| 102|7|70|540488241|0|0|1020054733|0| 1|538976323|32|1065353216|1065353216|1065353216|1065353216|1065353216|1065353216|1065353216|0|7471203|6619237|2097264|2097195|6815859|6881394|7012462|6750305|101|0|0|0|0|0|0|0|0| 1|538976336|32|1065353216|1065353216|1065353216|1065353216|1065353216|1065353216|1065353216|0|7471216|7536741|7471220|7536741|6881395|6750318|0|0|0|0|0|0|0|0|0|0|0| 1|538976327|16|1068289229|1065353216|1065353216|1065353216|1065353216|1065353216|1065353216|538976305|6619236|6553697|7077920|6357103|2097252|3211367|0|0|0|0|0|0|0|0|0|0|0| 1|538976327|16|1068289229|1065353216|1065353216|1065353216|1065353216|1065353216|1065353216|538976306|6619236|6553697|7077920|6357103|2097252|3276903|0|0|0|0|0|0|0|0|0|0|0| 1|538976332|50|1068289229|0|1061158912|1061158912|0|1061997773|1065353216|538976340|7471188|6684769|6881382|2097251|7274604|6553697|5505056|2097235|7274528|2097254|4390981|4456495|5111881|4587565|66|0|0| 1|538976332|50|1068289229|0|1053609165|1053609165|0|1061997773|1065353216|538976341|7471188|6684769|6881382|2097251|7274604|6553697|5570592|4980804|7274528|2097254|4390981|4456495|5111881|4587565|66|0|0| 1|538989127|822|1068289229|0|0|1053609165|0|1061997773|1065353216|538976307|7471207|2097203|7274566|7602287|6357111|7536761|0|0|0|0|0|0|0|0|0|0|0| 1|538989127|306|1068289229|0|1061158912|1061158912|0|1061997773|1065353216|538976340|7471207|6357041|4980768|3211341|0|0|0|0|0|0|0|0|0|0|0|0|0| 1|538989127|306|1068289229|0|1053609165|1053609165|0|1061997773|1065353216|538976341|7471207|6357041|4980768|3211341|0|0|0|0|0|0|0|0|0|0|0|0|0| System System Information startup::sof_system_dll V2_model EN_199X-200X-BRIDGE/B/0/0/0/1/0 0 -3 5 1 1 0 LineEdit: Gruppendivisor_lineeditString(100000) 1 LineEdit: Gruppenfaktor_lineeditString(10000) Materials material::sof_a_dll $ Automatically generated by SOFiSTiK Material + Section Plugins 2022-8.0 2023. 04. 21. 13:46 +PROG AQUA urs:3 $ Materials HEAD Materials PAGE UNII 0 ECHO FULL no ECHO MAT FULL END Cross Sections section::sof_a_dll $ Automatically generated by SOFiSTiK Material + Section Plugins 2022-8.0 2023. 04. 21. 13:46 +PROG AQUA urs:4 $ Cross Sections HEAD Sections PAGE UNII 0 ECHO SECT FULL ECHO PICT YES ECHO REFP NO ECHO WIND YES CTRL REST 3 END Action Manager actionmanager::sof_loadcase_gui_dll $ Automatically generated by SOFiSTiK Action Manager 2022-8.0 2023. 04. 21. 13:46 +PROG TEMPLATE urs:5 $ Action Manager HEAD Actions PAGE UNII 0 ECHO ACT END SOFiPLUS(-X) Modeling sofiplus::sof_sofiplus_dll Calculation Formfinding final system tedview::sof_tedview_dll +PROG SOFILOAD urs:34.3 head HEAD Definition of actions and loads UNIT 5 ECHO ACT Full ACT G_1 ACT G_2 ACT P ACT C ACT L_U ACT L_T LC 3 TYPE none FACD 1.0 TITL "Szegely_1" LINE PROJ N 0 TYPE PG P1 1.65 19.8 7.5371 P2 1.65 230.2 7.5341 LINE PROJ N 0 TYPE PG P1 1.65 19.8 -7.5371 P2 1.65 230.2 -7.5341 LC 4 TYPE none FACD 1.0 TITL "Szegely_2" LINE PROJ N 0 TYPE PG P1 3.15 19.8 4.2819 P2 3.15 230.2 4.2819 LINE PROJ N 0 TYPE PG P1 3.15 19.8 -4.2819 P2 3.15 230.2 -4.2819 LC 5 TYPE none FACD 1.0 TITL "Aszfalt" AREA QGRP 103 PROJ N 0 TYPE PG P1 3.45 $ ------------------------------------------------------------------------------------------------ let#grup 201 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 202 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 203 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 204 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 205 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 206 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 207 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 208 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 209 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 210 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 211 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 212 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 213 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 214 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 215 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 216 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 LC 200 TYPE none ; CABL GRP TO 200 TYPE wx -1 end +prog ase urs:6 head Formfinding final system echo disp,forc full syst prob th3 iter - ctrl cabl 0 GRP - yes $ default on sto#pr 100 $ first estimated prestress GRP 216 full prex 36*#pr $ prestress GRP 215 full prex 14*#pr $ prestress GRP 214 full prex 17.25*#pr $ prestress GRP 213 full prex 18.75*#pr $ prestress GRP 212 full prex 16.5*#pr $ prestress GRP 211 full prex 16.5*#pr $ prestress GRP 210 full prex 16.5*#pr $ prestress GRP 209 full prex 15*#pr $ prestress GRP 208 full prex 14*#pr $ prestress GRP 207 full prex 11*#pr $ prestress GRP 206 full prex 12.5*#pr $ prestress GRP 205 full prex 3.5*#pr $ prestress GRP 204 full prex 2.5*#pr $ prestress GRP 203 full prex 3.5*#pr $ prestress GRP 202 full prex 2*#pr $ prestress GRP 201 full prex 1.5*#pr $ prestress GRP 200 yes prex 60*#pr $ 'back stay' $ ^ first play with this value and SYST-ITER-1 to get not so big deflection, $ then switch on ITER - to get a first stable TH3 system LC 91 FACD 1 titl 'Formfinding first estimate' lcc 3,4,5 end +prog ase urs:7 head With this frozen stiffness - calculate all scalable loadcases sfix lc 91 $ frozen stiffness syst prob line $ but with frozen stiffness of sfix ctrl cabl 0 LC (200 216 1) end +PROG CSM URS:35 HEAD CSM-Equation run $ Computing required faktors of unit loadcases - here for a system without CSM stages $ to achieve zero deflections = stressed system in exact architectural shape $ because zero deflections also result in a balanced bending moment in the superstructure EQLC 91 G $ target state g_1 and additional dead load g_2 $ bottom uz position: EQLC (201 216 1) ; EQUU (201 216 1) UZ 0 $ variable scalable loadcase and correponding target $ top horizontal position pylon EQLC 200 ; EQUU 200 UX 0 END +prog ase urs:11 head Formfinding first iteration -> LC 92 ctrl warn 256 $ Warning 265: prestress loads act aditionally is correct here syst prob th3 plc 91 iter - ctrl cabl 0 LC 92 FACD 1 titl 'Formfinding first iteration' lcc 3,4,5 lcc (200 216 1) fact 'iter' $ Factor from last CSM-Equation run end +PROG CSM URS:8 HEAD 2. CSM-Equation iteration EQLC cont $ continue optimizing targets -> set new factors CTRL ADDF 1 $ add factors to last values - important if you have real loadings (e.g. ballast) END +prog ase urs:13 head Formfinding final system inclusive g_2 - final iteration ctrl warn 256 $ Warning 265: prestress loads act aditionally is correct here syst prob th3 plc 91 $ as scalable loadcase factors are added in the last CSM we have to use 91 as plc !!! ctrl cabl 0 LC 93 FACD 1 titl 'Formfinding final iteration' $ new loadcase number ! lcc 3,4,5 lcc (200 216 1) fact 'iter' $ Factor from last CSM-Equation run end +prog ase urs:15 head Check if everything is in equilibrium in final shape g_1 + g_2 syst prob th3 PLC 93 ctrl cabl 0 LC 1001 FACD 1 titl 'Check final shape -> v=0' lcc 3,4,5 STO#nvariables 17 end +Prog Template urs:34.4 head Print of last calculatede factors txb ----------------------------------------- txb Stored variables: txb ----------------------------------------- loop#i0 #nvariables let#k #i0+1 let#fact #CSM_EQU_F(#k) let#lc #CSM_EQU_L(#k) txb variable #k factor #(fact,15.6) on loadcase #lc endloop txb ----------------------------------------- END Frozen Cables tedview::sof_tedview_dll +PROG ASE urs:45.1 HEAD Stayed cables syst prob th3 LC 3000 TITL 'Stayed cables' LCC 200 FACT 202.865509 LCC 201 FACT -126.487816 LCC 202 FACT 93.684990 LCC 203 FACT 43.881367 LCC 204 FACT 13.357341 LCC 205 FACT 41.697578 LCC 206 FACT 128.153061 LCC 207 FACT 98.938362 LCC 208 FACT 170.155304 LCC 209 FACT 199.312881 LCC 210 FACT 176.743652 LCC 211 FACT 203.637604 LCC 212 FACT 232.000763 LCC 213 FACT 259.225464 LCC 214 FACT 294.263763 LCC 215 FACT 249.856628 LCC 216 FACT 456.083801 end Linear Analysis calculation::sof_analysis_dll $ Automatically generated by ASE 2022-8.0 2023. 04. 26. 15:54 $ Attention: Changes will be overwritten if the task is opened again! +PROG ASE urs:8 $ Linear Analysis HEAD Calculation of forces and moments PAGE UNII 0 CTRL OPT WARP VAL 0 LC (3 5 1) END +PROG WING urs:8.1 $ Graphical Output HEAD Graphical Output PAGE UNII 0 CTRL EMPT YES $ create empty pages if results not available CTRL WARN (800 802 1) $ no warnings if no values found CTRL WARN (804 808 1) $ no warnings if no values found CTRL WARN 873 $ no warning for 2D visibility #define SCHR=0.2 SCHH H6 0.2 #define FILL=- #define FILLI=- #define FILLC=- #define SCHRI=- #define SCHRC=- VIEW EGXY $ view in global Z direction MOVE UNIT PRWC X 0 Y 33 DTYP QSEC ; DRAW UNIT PRWC X 100 Y 33 DTYP QSEC $ cut in global X direction MOVE UNIT PRWC X 0 Y 66 DTYP QSEC ; DRAW UNIT PRWC X 100 Y 66 DTYP QSEC $ cut in global X direction MOVE UNIT PRWC X 33 Y 0 DTYP QSEC ; DRAW UNIT PRWC X 33 Y 100 DTYP QSEC $ cut in global Y direction MOVE UNIT PRWC X 66 Y 0 DTYP QSEC ; DRAW UNIT PRWC X 66 Y 100 DTYP QSEC $ cut in global Y direction SIZ2 SPLI PICT SIZE -URS SC 0 SPLI 2x1 MARG NO FORM STAN VIEW EG3 LC 3 DESI 3 LOAD TYPE ALL LC 4 DESI 4 LOAD TYPE ALL LC 5 DESI 5 LOAD TYPE ALL LC 3 DESI 3 NODE TYPE SV SCHH YES NODE TYPE EZ SCHH YES NODE TYPE UZ FILL $(FILLI) SCHH $(SCHRI) REPR DISO DEFO TYPE FULL FAC DEFA LC CURR; STRU NUME 0 0; DEFO NO QUAD TYPE HM SCHH NO REPR DVEC BEAM TYPE MY BEAM TYPE VZ BEAM TYPE N BEAM TYPE N STYP CABL END calc_check(0) 0 checked:m_Manually AgEwBkoAAA== AgEwCEoAAA== AgEwCkoAAA== AA== EFAA EMgBAA== EMoBAA== EMwBAA== EM4BAA== EJADAA== EJIDAA== EJQDAA== EJYDAA== EJgDAA== EJoDAA== EJwDAA== EJ4DAA== EKADAA== EKIDAA== EKQDAA== EKYDAA== EKgDAA== EKoDAA== EKwDAA== EK4DAA== ELADAA== checked:m_All checked:m_Manually CgAA AA== Scale(0) Font(2.0) Fill(0) Format(0) Part(1) View(3) Camera(-3|0|0|527|30|9|-1414812757|-1414812757|-1414812757|0|1123595059|0|1101275642|1126378413|-1005158253|1107900961|-1082130432|1115947008|1065353216|1101872890|0|0|1065353216) List_4( Checked:^15E &772 Partially:^15E ^13NV &08A : 3, Partially:^15E ^13NZ &520 : 3, Unchecked:^15E ^13N &52D Unchecked:^15E ^13N &524 Partially:^15E ^13NZ &088 : 3, Partially:^15E ^13N &8X0 : 3, Partially:^15E ^13Q &110 : 3, Unchecked:^15E ^13Q1 &111 Unchecked:^15E ^13Q2 &111 Partially:^15E ^13B &404 : 3, Unchecked:^15E ^13B &405 Unchecked:^15E ^13B &403 Partially:^15E ^13B &402 : 3, Unchecked:^15E ^13B &401 Partially:^15E ^13B &400 : 3, Partially:^15E ^13C &400 : 3, ) Combine Loads lastkomb::sof_analysis_dll calc_check(0) 2001: (D) GR_T+GR_T+GR_3 10: GR_T Jarmu_T|1.0 11: GR_T Jarmu_U|1.0 12: GR_3 Gyalogos|1.0 cb_type_comboIndex(0) 1| CgAA checked:m_Manually $ Automatically generated by SOFILOAD 2022-8.0 2023. 04. 27. 16:06 $ Attention: Changes will be overwritten if the task is opened again! +PROG SOFILOAD urs:38.1 $ Combine Loads HEAD Combine Loads PAGE UNII 0 LC 2001 TYPE (R) TITL 'GR_T+GR_T+GR_3' COPY 10 1.0 $ 10: GR_T Jarmu_T COPY 11 1.0 $ 11: GR_T Jarmu_U COPY 12 1.0 $ 12: GR_3 Gyalogos COPY 3000 1.0 LC 2002 TYPE (R) TITL 'ewewew' COPY 10 1.0 $ 10: GR_T Jarmu_T COPY 11 1.0 $ 11: GR_T Jarmu_U COPY 12 1.0 $ 12: GR_3 Gyalogos COPY 1001 1.0 LC 2003 TYPE (R) TITL 'GR_T+GR_T+GR_3' COPY 10 1.0 $ 10: GR_T Jarmu_T COPY 11 1.0 $ 11: GR_T Jarmu_U COPY 12 1.0 $ 12: GR_3 Gyalogos END Analysis of Combined Loads th2ordnung::sof_analysis_dll calc_check(1) cb_type_comboIndex(4) AgEwoh9KAAA= AgEwpB9KAAA= AgEwph9KAAA= 2 edit_iter1_ed_lineeditString(1) edit_iter2_ed_lineeditString(60) edit_iter3_ed_lineeditString(60) checked:m_All AA== EFAA EMgBAA== EMoBAA== EMwBAA== EM4BAA== EJADAA== EJIDAA== EJQDAA== EJYDAA== EJgDAA== EJoDAA== EJwDAA== EJ4DAA== EKADAA== EKIDAA== EKQDAA== EKYDAA== EKgDAA== EKoDAA== EKwDAA== EK4DAA== ELADAA== AA== CgAA checked:m_Manually Scale(0) Font(2.0) Fill(0) Format(0) Part(1) View(3) Camera(-3|0|0|2063|30|9|-1414812757|-1414812757|-1414812757|0|1123595059|0|1101275642|1128800548|-1005461957|1125648548|-1082130432|1094713344|1065353216|1101872890|0|0|1065353216) List_4( Checked:^15C &772 Partially:^15C ^13B &404 : 2001, Unchecked:^15C ^13B &405 Unchecked:^15C ^13B &403 Partially:^15C ^13B &402 : 2001, Unchecked:^15C ^13B &401 Partially:^15C ^13B &400 : 2001, Partially:^15C ^13C &400 : 2001, ) $ Automatically generated by ASE 2022-8.0 2023. 04. 28. 21:32 $ Attention: Changes will be overwritten if the task is opened again! +PROG ASE urs:39.1 $ Analysis of Combined Loads HEAD Analysis of Combined Loads PAGE UNII 0 CTRL OPT WARP VAL 0 SYST PROB th3 ITER 60 LC 2001 END +PROG ASE urs:39.2 $ Analysis of Combined Loads HEAD Analysis of Combined Loads PAGE UNII 0 CTRL OPT WARP VAL 0 SYST PROB th3 ITER 60 LC 2002 END +PROG ASE urs:39.3 $ Analysis of Combined Loads HEAD Analysis of Combined Loads PAGE UNII 0 CTRL OPT WARP VAL 0 SYST PROB th3 ITER 60 LC 2003 END +PROG WING urs:39 $ Graphical Output HEAD Graphical Output PAGE UNII 0 CTRL EMPT YES $ create empty pages if results not available CTRL WARN (800 802 1) $ no warnings if no values found CTRL WARN (804 808 1) $ no warnings if no values found CTRL WARN 873 $ no warning for 2D visibility #define SCHR=0.2 SCHH H6 0.2 #define FILL=- #define FILLI=- #define FILLC=- #define SCHRI=- #define SCHRC=- VIEW EGXY $ view in global Z direction MOVE UNIT PRWC X 0 Y 33 DTYP QSEC ; DRAW UNIT PRWC X 100 Y 33 DTYP QSEC $ cut in global X direction MOVE UNIT PRWC X 0 Y 66 DTYP QSEC ; DRAW UNIT PRWC X 100 Y 66 DTYP QSEC $ cut in global X direction MOVE UNIT PRWC X 33 Y 0 DTYP QSEC ; DRAW UNIT PRWC X 33 Y 100 DTYP QSEC $ cut in global Y direction MOVE UNIT PRWC X 66 Y 0 DTYP QSEC ; DRAW UNIT PRWC X 66 Y 100 DTYP QSEC $ cut in global Y direction SIZ2 SPLI PICT SIZE -URS SC 0 SPLI 2x1 MARG NO FORM STAN VIEW EG3 LC 2001 DESI 2001 LOAD TYPE ALL LC 2002 DESI 2002 LOAD TYPE ALL LC 2003 DESI 2003 LOAD TYPE ALL LC 2001 DESI 2001 BEAM TYPE MY BEAM TYPE VZ DSGN TYPE LINE DTYP Z; BEAM TYPE N STYP BEAM DSGN TYPE LINE DTYP Z; BEAM TYPE N STYP CABL END Combine Results combresults::sof_analysis_dll calc_check(0) Scale(0) Font(2.0) Fill(0) Format(0) Part(1) View(3) Camera(-3|1|0|527|30|9|-1414812757|-1414812757|-1414812757|0|1123595059|0|1101275642|0|0|0|-1082130432|1115947008|1065353216|1101872890|0|0|1065353216) List_4( Unchecked:^352 ) 801: DESI 1.35GR_T+1.35GR_T+1.35GR_3 3: GR_T Jarmu_T|1.35 4: GR_T Jarmu_U|1.35 5: GR_3 Gyalogos|1.35 cb_type_comboIndex(0) 1| CgAA checked:m_Manually $ Automatically generated by MAXIMA 2022-8.0 2023. 04. 26. 15:54 $ Attention: Changes will be overwritten if the task is opened again! +PROG MAXIMA urs:34.1 $ Combine Results HEAD Combine Results PAGE UNII 0 ECHO OPT LOAD VAL NO $ Used load cases COMB 801 EXTR stan TYPE DESI LC 3 TYPE g 1.35 $ 3: GR_T Jarmu_T LC 4 TYPE g 1.35 $ 4: GR_T Jarmu_U LC 5 TYPE g 1.35 $ 5: GR_3 Gyalogos LC 1999 TYPE G 1.35 SUM 801 LC 801 TITL '1.35GR_T+1.35GR_T+1.35GR_3' COMB 804 EXTR stan TYPE RARE LC 3 TYPE g 1.0 $ 3: GR_T T_Jarmu_T LC 4 TYPE g 1.0 $ 4: GR_U T_Jarmu_U LC 5 TYPE g 1.0 $ 5: GR_3 T_Gyalogjarda LC 2000 type g 1.0 SUM 804 LC 804 TITL 'SLS_TELJES' COMB 805 EXTR stan TYPE DESI LC 3 TYPE g 1 $ 3: GR_T Jarmu_T LC 4 TYPE g 1 $ 4: GR_T Jarmu_U LC 5 TYPE g 1 $ 5: GR_3 Gyalogos LC 1999 TYPE G 1 SUM 805 LC 805 TITL '1.35GR_T+1.35GR_T+1.35GR_3' END Interactive Graphics wingraf::sof_h_dll $ Automatically generated by WING 2022-8.0 2023. 04. 30. 18:27 $ Attention: Changes will be overwritten if the task is opened again! PROG WING urs:29.1 $ Interactive Graphics HEAD $Nodal displacement in global Z LC: 91 PAGE UNII 0 $ default unit set CTRL OPT GSTR VAL DEFA CTRL OPT REPR VAL YES $ DB NUMB 1 TITL "v2_model.cdb" CTRL OPT AXIS VAL DEFA $ graphics 1 | picture 1 | layer 1 : Nodal displacement in global Z LC: 91 PAGE LANO 1 SIZE TYPE URS SC 0 SPLI '1*1' SIZ2 SPLI DEFA HEAD Interactive Graphics AND POSI 1 POSL 0 POSR 100 POSD 0 POSU 100 SCH2 DIRE DEFA LC NO 91 DESI 1 BOX GRP NUMB ADDI OPTI YESL GRP NUMB SBOX OPTI YESL GRP NUMB SBXA OPTI YESL GRP NUMB BSEC OPTI OFFL GRP NUMB QSEC OPTI OFFL GRP NUMB AUSR OPTI YESL GRP NUMB AUNS OPTI YESL GRP NUMB ASTR OPTI YESL GRP NUMB ALAN OPTI OFFL GRP NUMB AGEO OPTI OFFL GRP NUMB ATEN OPTI OFFL GRP NUMB AINT OPTI OFFL GRP NUMB ASEC OPTI OFFL GRP NUMB PLAC OPTI OFFL VIEW TYPE DIRE X 0 Y 1 Z 0 AXIS NEGZ ROTA 0 DEFO TYPE NO EXPO 0 SMOV NO SELE NUMB 0 NODE TYPE UZ UNIT DEFA SCHH YES FILL NO REPR DVEC END CSM_Combination_loadcase tedview::sof_tedview_dll +PROG SOFILOAD urs:34.3 head HEAD Definition of actions and loads UNIT 5 ECHO ACT Full ACT G_1 ACT G_2 ACT P ACT C ACT L_U ACT L_T LC 1 TYPE 'NONE' FACD 1.0 TITL "G_1 + G_2" LINE PROJ N 0 TYPE PG P1 1.65 19.8 7.5371 P2 1.65 230.2 7.5341 LINE PROJ N 0 TYPE PG P1 1.65 19.8 -7.5371 P2 1.65 230.2 -7.5341 LINE PROJ N 0 TYPE PG P1 3.15 19.8 4.2819 P2 3.15 230.2 4.2819 LINE PROJ N 0 TYPE PG P1 3.15 19.8 -4.2819 P2 3.15 230.2 -4.2819 AREA QGRP 103 PROJ N 0 TYPE PG P1 3.45 $ ------------------------------------------------------------------------------------------------ let#grup 201 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE VX 100 let#grup 202 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE VX 100 let#grup 203 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE VX 100 let#grup 204 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE VX 100 let#grup 205 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE VX 100 let#grup 206 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE VX 100 let#grup 207 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE VX 100 let#grup 208 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE VX 100 let#grup 209 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE VX 100 let#grup 210 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE VX 100 let#grup 211 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE VX 100 let#grup 212 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE VX 100 let#grup 213 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE VX 100 let#grup 214 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE VX 100 let#grup 215 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE VX 100 let#grup 216 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE VX 100 LC 200 TYPE none ; CABL GRP TO 200 TYPE VX 100 end +PROG ASE urs:34.2 head CTRL STEA 10000 LC 1 LC (200 216 1) END +PROG CSM urs:34.1 head Analyze prestress factors CTRL ASE TEXT 'CTRL STEA 10000' CTRL ASE TEXT 'CTRL QUEA 10000' EQLC 1 G EQLC (200 216 1) FREE EQUU (201 216 1) UZ 0 EQuu 200 ux 0 STO#nvariables 17 end +apply "$(NAME)_csm.dat" +Prog Template urs:34.4 head Print of last calculatede factors txb ----------------------------------------- txb Stored variables: txb ----------------------------------------- loop#i0 #nvariables let#k #i0+1 let#fact #CSM_EQU_F(#k) let#lc #CSM_EQU_L(#k) txb variable #k factor #(fact,15.6) on loadcase #lc endloop txb ----------------------------------------- END Copy of: Text Editor tedview::sof_tedview_dll +PROG SOFILOAD urs:34.3 head HEAD Definition of actions and loads UNIT 5 ECHO ACT Full ACT G_1 ACT G_2 ACT P ACT C ACT L_U ACT L_T LC 3 TYPE none FACD 1.0 TITL "Szegely_1" LINE PROJ N 0 TYPE PG P1 1.65 19.8 7.5371 P2 1.65 230.2 7.5341 LINE PROJ N 0 TYPE PG P1 1.65 19.8 -7.5371 P2 1.65 230.2 -7.5341 LC 4 TYPE none FACD 1.0 TITL "Szegely_2" LINE PROJ N 0 TYPE PG P1 3.15 19.8 4.2819 P2 3.15 230.2 4.2819 LINE PROJ N 0 TYPE PG P1 3.15 19.8 -4.2819 P2 3.15 230.2 -4.2819 LC 5 TYPE none FACD 1.0 TITL "Aszfalt" AREA QGRP 103 PROJ N 0 TYPE PG P1 3.45 $ ------------------------------------------------------------------------------------------------ let#grup 201 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 202 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 203 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 204 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 205 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 206 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 207 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 208 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 209 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 210 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 211 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 212 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 213 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 214 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 215 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 216 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 LC 200 TYPE none ; CABL GRP TO 200 TYPE wx -1 end +prog ase urs:6 head Formfinding final system echo disp,forc full syst prob th3 iter - GRP - yes $ default on sto#pr 100 $ first estimated prestress GRP (201 216 1) full prex #pr $ prestress GRP 200 yes prex 7*#pr $ 'back stay' $ ^ first play with this value and SYST-ITER-1 to get not so big deflection, $ then switch on ITER - to get a first stable TH3 system LC 91 FACD 1 titl 'Formfinding first estimate' lcc 3,4,5 end +prog ase urs:7 head With this frozen stiffness - calculate all scalable loadcases sfix lc 91 $ frozen stiffness syst prob line $ but with frozen stiffness of sfix LC (200 216 1) end +PROG CSM URS:35 HEAD CSM-Equation run $ Computing required faktors of unit loadcases - here for a system without CSM stages $ to achieve zero deflections = stressed system in exact architectural shape $ because zero deflections also result in a balanced bending moment in the superstructure EQLC 91 G $ target state g_1 and additional dead load g_2 $ bottom uz position: EQLC (201 216 1) ; EQUU (201 216 1) UZ 0 $ variable scalable loadcase and correponding target $ top horizontal position pylon EQLC 200 ; EQUU 200 UX 0 END +prog ase urs:11 head Formfinding first iteration -> LC 92 ctrl warn 256 $ Warning 265: prestress loads act aditionally is correct here syst prob th3 plc 91 iter - LC 92 FACD 1 titl 'Formfinding first iteration' lcc 3,4,5 lcc (200 216 1) fact 'iter' $ Factor from last CSM-Equation run end +PROG CSM URS:8 HEAD 2. CSM-Equation iteration EQLC cont $ continue optimizing targets -> set new factors CTRL ADDF 1 $ add factors to last values - important if you have real loadings (e.g. ballast) END +prog ase urs:13 head Formfinding final system inclusive g_2 - final iteration ctrl warn 256 $ Warning 265: prestress loads act aditionally is correct here syst prob th3 plc 91 $ as scalable loadcase factors are added in the last CSM we have to use 91 as plc !!! LC 93 FACD 1 titl 'Formfinding final iteration' $ new loadcase number ! lcc 3,4,5 lcc (200 216 1) fact 'iter' $ Factor from last CSM-Equation run end +prog ase urs:15 head Check if everything is in equilibrium in final shape g_1 + g_2 syst prob th3 PLC 93 LC 1001 FACD 1 titl 'Check final shape -> v=0' lcc 3,4,5 STO#nvariables 17 end +Prog Template urs:34.4 head Print of last calculatede factors txb ----------------------------------------- txb Stored variables: txb ----------------------------------------- loop#i0 #nvariables let#k #i0+1 let#fact #CSM_EQU_F(#k) let#lc #CSM_EQU_L(#k) txb variable #k factor #(fact,15.6) on loadcase #lc endloop txb ----------------------------------------- END Copy of: Text Editor tedview::sof_tedview_dll +PROG SOFILOAD urs:34.3 head HEAD Definition of actions and loads UNIT 5 ECHO ACT Full ACT G_1 ACT G_2 ACT P ACT C ACT L_U ACT L_T LC 3 TYPE none FACD 1.0 TITL "Szegely_1" LINE PROJ N 0 TYPE PG P1 1.65 19.8 7.5371 P2 1.65 230.2 7.5341 LINE PROJ N 0 TYPE PG P1 1.65 19.8 -7.5371 P2 1.65 230.2 -7.5341 LC 4 TYPE none FACD 1.0 TITL "Szegely_2" LINE PROJ N 0 TYPE PG P1 3.15 19.8 4.2819 P2 3.15 230.2 4.2819 LINE PROJ N 0 TYPE PG P1 3.15 19.8 -4.2819 P2 3.15 230.2 -4.2819 LC 5 TYPE none FACD 1.0 TITL "Aszfalt" AREA QGRP 103 PROJ N 0 TYPE PG P1 3.45 $ ------------------------------------------------------------------------------------------------ let#grup 201 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 202 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 203 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 204 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 205 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 206 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 207 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 208 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 209 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 210 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 211 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 212 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 213 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 214 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 215 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 216 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 LC 200 TYPE none ; CABL GRP TO 200 TYPE wx -1 end +prog ase urs:6 head Formfinding final system echo disp,forc full syst prob th3 iter - GRP - yes $ default on sto#pr 1000 $ first estimated prestress GRP 216 full prex 1*#pr $ prestress GRP 215 full prex 1*#pr $ prestress GRP 214 full prex 1*#pr $ prestress GRP 213 full prex 1*#pr $ prestress GRP 212 full prex 1*#pr $ prestress GRP 211 full prex 1*#pr $ prestress GRP 210 full prex 1*#pr $ prestress GRP 209 full prex 1*#pr $ prestress GRP 208 full prex 1*#pr $ prestress GRP 207 full prex 1*#pr $ prestress GRP 206 full prex 1*#pr $ prestress GRP 205 full prex 1*#pr $ prestress GRP 204 full prex 1*#pr $ prestress GRP 203 full prex 1*#pr $ prestress GRP 202 full prex 1*#pr $ prestress GRP 201 full prex 1*#pr $ prestress GRP 200 yes prex 1*#pr $ 'back stay' $ ^ first play with this value and SYST-ITER-1 to get not so big deflection, $ then switch on ITER - to get a first stable TH3 system LC 91 FACD 1 titl 'Formfinding first estimate' lcc 3,4,5 end -prog ase urs:7 head With this frozen stiffness - calculate all scalable loadcases sfix lc 91 $ frozen stiffness syst prob line $ but with frozen stiffness of sfix LC (200 216 1) end -PROG CSM URS:35 HEAD CSM-Equation run $ Computing required faktors of unit loadcases - here for a system without CSM stages $ to achieve zero deflections = stressed system in exact architectural shape $ because zero deflections also result in a balanced bending moment in the superstructure EQLC 91 G $ target state g_1 and additional dead load g_2 #define csm_equ_1 $ bottom uz position: EQLC (201 216 1) ; EQUU (201 216 1) UZ 0 $ variable scalable loadcase and correponding target $ top horizontal position pylon EQLC 200 ; EQUU 200 UX 0 #enddef #include csm_equ_1 END -prog ase urs:11 head Formfinding first iteration -> LC 92 ctrl warn 256 $ Warning 265: prestress loads act aditionally is correct here syst prob th3 plc 91 iter - LC 92 FACD 1 titl 'Formfinding first iteration' lcc 3,4,5 lcc (200 216 1) fact 'iter' $ Factor from last CSM-Equation run end -PROG CSM URS:12 HEAD 2. CSM-Equation iteration EQLC 92 G $ continue optimizing targets -> set new factors #include csm_equ_1 END -prog ase urs:13 head Formfinding final system inclusive g_2 - final iteration ctrl warn 256 $ Warning 265: prestress loads act aditionally is correct here syst prob th3 plc 91 $ as scalable loadcase factors are added in the last CSM we have to use 91 as plc !!! LC 93 FACD 1 titl 'Formfinding final iteration' $ new loadcase number ! lcc 3,4,5 lcc (200 216 1) fact 'iter' $ Factor from last CSM-Equation run end -prog ase urs:15 head Check if everything is in equilibrium in final shape g_1 + g_2 syst prob th3 PLC 93 LC 1001 FACD 1 titl 'Check final shape -> v=0' lcc 3,4,5 STO#nvariables 17 end -Prog Template urs:34.4 head Print of last calculatede factors txb ----------------------------------------- txb Stored variables: txb ----------------------------------------- loop#i0 #nvariables let#k #i0+1 let#fact #CSM_EQU_F(#k) let#lc #CSM_EQU_L(#k) txb variable #k factor #(fact,15.6) on loadcase #lc endloop txb ----------------------------------------- END Text Editor tedview::sof_tedview_dll +PROG SOFILOAD urs:34.3 head HEAD Definition of actions and loads UNIT 5 ECHO ACT Full ACT G_1 ACT G_2 ACT P ACT C ACT L_U ACT L_T LC 3 TYPE none FACD 1.0 TITL "Szegely_1" LINE PROJ N 0 TYPE PG P1 1.65 19.8 7.5371 P2 1.65 230.2 7.5341 LINE PROJ N 0 TYPE PG P1 1.65 19.8 -7.5371 P2 1.65 230.2 -7.5341 LC 4 TYPE none FACD 1.0 TITL "Szegely_2" LINE PROJ N 0 TYPE PG P1 3.15 19.8 4.2819 P2 3.15 230.2 4.2819 LINE PROJ N 0 TYPE PG P1 3.15 19.8 -4.2819 P2 3.15 230.2 -4.2819 LC 5 TYPE none FACD 1.0 TITL "Aszfalt" AREA QGRP 103 PROJ N 0 TYPE PG P1 3.45 $ ------------------------------------------------------------------------------------------------ let#grup 201 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 202 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 203 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 204 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 205 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 206 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 207 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 208 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 209 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 210 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 211 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 212 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 213 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 214 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 215 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 let#grup 216 ; LC #grup TYPE none ; CABL GRP TO #grup TYPE wx -1 LC 200 TYPE none ; CABL GRP TO 200 TYPE wx -1 end +prog ase urs:6 head Formfinding final system echo disp,forc full syst prob th3 iter - GRP - yes $ default on sto#pr 100 $ first estimated prestress GRP 216 full prex 1*#pr $ prestress GRP 215 full prex 1*#pr $ prestress GRP 214 full prex 1*#pr $ prestress GRP 213 full prex 1*#pr $ prestress GRP 212 full prex 1*#pr $ prestress GRP 211 full prex 1*#pr $ prestress GRP 210 full prex 1*#pr $ prestress GRP 209 full prex 1*#pr $ prestress GRP 208 full prex 1*#pr $ prestress GRP 207 full prex 1*#pr $ prestress GRP 206 full prex 1*#pr $ prestress GRP 205 full prex 1*#pr $ prestress GRP 204 full prex 1*#pr $ prestress GRP 203 full prex 1*#pr $ prestress GRP 202 full prex 1*#pr $ prestress GRP 201 full prex 1*#pr $ prestress GRP 200 yes prex 1*#pr $ 'back stay' $ ^ first play with this value and SYST-ITER-1 to get not so big deflection, $ then switch on ITER - to get a first stable TH3 system LC 91 FACD 1 titl 'Formfinding first estimate' lcc 3,4,5 end -prog ase urs:7 head With this frozen stiffness - calculate all scalable loadcases sfix lc 91 $ frozen stiffness syst prob line $ but with frozen stiffness of sfix LC (200 216 1) end -PROG CSM URS:35 HEAD CSM-Equation run $ Computing required faktors of unit loadcases - here for a system without CSM stages $ to achieve zero deflections = stressed system in exact architectural shape $ because zero deflections also result in a balanced bending moment in the superstructure EQLC 91 G $ target state g_1 and additional dead load g_2 $ bottom uz position: EQLC (201 216 1) ; EQUU (201 216 1) UZ 0 $ variable scalable loadcase and correponding target $ top horizontal position pylon EQLC 200 ; EQUU 200 UX 0 END -prog ase urs:11 head Formfinding first iteration -> LC 92 ctrl warn 256 $ Warning 265: prestress loads act aditionally is correct here syst prob th3 plc 91 iter - LC 92 FACD 1 titl 'Formfinding first iteration' lcc 3,4,5 lcc (200 216 1) fact 'iter' $ Factor from last CSM-Equation run end -PROG CSM URS:8 HEAD 2. CSM-Equation iteration EQLC cont $ continue optimizing targets -> set new factors CTRL ADDF 1 $ add factors to last values - important if you have real loadings (e.g. ballast) END -prog ase urs:13 head Formfinding final system inclusive g_2 - final iteration ctrl warn 256 $ Warning 265: prestress loads act aditionally is correct here syst prob th3 plc 91 $ as scalable loadcase factors are added in the last CSM we have to use 91 as plc !!! LC 93 FACD 1 titl 'Formfinding final iteration' $ new loadcase number ! lcc 3,4,5 lcc (200 216 1) fact 'iter' $ Factor from last CSM-Equation run end -prog ase urs:15 head Check if everything is in equilibrium in final shape g_1 + g_2 syst prob th3 PLC 93 LC 1001 FACD 1 titl 'Check final shape -> v=0' lcc 3,4,5 STO#nvariables 17 end -Prog Template urs:34.4 head Print of last calculatede factors txb ----------------------------------------- txb Stored variables: txb ----------------------------------------- loop#i0 #nvariables let#k #i0+1 let#fact #CSM_EQU_F(#k) let#lc #CSM_EQU_L(#k) txb variable #k factor #(fact,15.6) on loadcase #lc endloop txb ----------------------------------------- END Design Steel Structures Steel Cross Sections Resistance (Beams) stahlbau::sof_analysis_dll